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Problem Description : FU -06 E -W SECTION; Clay/HDPE <br />XSTABL File: FU06EWCL 3-25-06 13:26 <br />****************************************** <br />* <br />X S T A B L <br />* <br />* <br />Segment x -left y -left <br />* <br />Slope Stability Analysis <br />Soil Unit <br />* <br />using the <br />(ft) <br />* <br />Method of Slices <br />* <br />* <br />115.0 <br />* <br />Copyright (C) 1992 - 2002 <br />2 100.0 115.0 <br />* <br />Interactive Software Designs, Inc. <br />2 <br />* <br />Moscow, ID 83843, U.S.A. <br />1000.0 <br />* <br />* <br />* <br />All Rights Reserved <br />* <br />* <br />x -right <br />* <br />Ver. 5.206 96 - 1961 <br />****************************************** <br />(ft) <br />Problem Description : FU -06 E -W SECTION; Clay/HDPE <br />----------------------------- <br />SEGMENT BOUNDARY COORDINATES <br />----------------------------- <br />3 SURFACE boundary segments <br />Segment x -left y -left <br />x -right <br />y -right <br />Soil Unit <br />No. (ft) (ft) <br />(ft) <br />(ft) <br />Below Segment <br />1 .0 115.0 <br />100.0 <br />115.0 <br />1 <br />2 100.0 115.0 <br />505.0 <br />250.0 <br />2 <br />3 505.0 250.0 <br />1000.0 <br />250.0 <br />2 <br />3 SUBSURFACE boundary segments <br />Segment x -left y -left <br />x -right <br />y -right <br />Soil Unit <br />No. (ft) (ft) <br />(ft) <br />(ft) <br />Below Segment <br />1 100.0 115.0 <br />1000.0 <br />115.0 <br />3 <br />2 100.0 115.0 <br />101.0 <br />113.0 <br />1 <br />3 101.0 113.0 <br />1000.0 <br />113.0 <br />1 <br />-------------------------- <br />ISOTROPIC Soil Parameters <br />-------------------------- <br />3 Soil unit(s) specified <br />Soil Unit Weight Cohesion <br />Friction <br />Pore Pressure <br />Water <br />Unit Moist Sat. Intercept <br />Angle <br />Parameter <br />Constant Surface <br />No. (pcf) (pcf) (psf) <br />(deg) <br />Ru <br />(psf) No. <br />